Modified Peck Equation Method for Shield Tunnel Oblique Crossing Upper Railway
CSTR:
Author:
Affiliation:

Tongji University

Clc Number:

U25

Fund Project:

  • Article
  • |
  • Figures
  • |
  • Metrics
  • |
  • Reference
  • |
  • Related
  • |
  • Cited by
  • |
  • Materials
  • |
  • Comments
    Abstract:

    The Peck empirical equation is the most common method in the calculation of upper railway settlement at shield tunnel cross section. However, due to the shield tunnel oblique crossing upper railway, shield tunnel cross section is no more parallel to the upper railway direction and the settlement cannot be expressed as Gaussian distribution. The shield angle coefficients are proposed to modify the Peck equation with consideration of oblique angle, tunnel gradient and upheaval. The modified Peck equation is verified by finite element numerical analysis, which is applicable for settlement expression in different sections. And with the different settlement and composite irregularity being obtained by the modified Peck method, the rail surface irregularity is affected. With dynamic simulated analysis, the influence on derail coefficient and wheel load reduction rate is researched.

    Reference
    Related
    Cited by
Get Citation

KANG Zhuang, GONG Quanmei, HE Chao. Modified Peck Equation Method for Shield Tunnel Oblique Crossing Upper Railway[J].同济大学学报(自然科学版),2014,42(10):1562~1566

Copy
Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:November 05,2013
  • Revised:June 23,2014
  • Adopted:June 08,2014
  • Online: October 14,2014
  • Published:
Article QR Code